A Text-Book On the Mechanics of Materials, And of Beams, Columns, And Shafts
A Text-Book On the Mechanics of Materials, And of Beams, Columns, And Shafts
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In our eReader you can find the full English version of the book. Read A Text-Book On the Mechanics of Materials, And of Beams, Columns, And Shafts Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book A Text-Book On the Mechanics of Materials, And of Beams, Columns, And Shafts
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f Art. 42. BEAMS OVERHANGING BOTH SUPPORTS.
91 Fig. 35.
Art. 42. Beams Overhanging Both Supports.
When a beam overhangs both supports the bending moments for sections beyond the supports are negative, and in general between the supports there \vill be two inflection points. If the lengths m and n be .
equal the reactions will be 5^^^^!^ ' >h--«-H equal under uniform load, each being one half of the total load. In any case, .
whatever be the nature of the load,^the reactions may be found by the ...principle of moments (Art. 16), and then the vertical shears and bending moments may be deduced for all sections, after which the formulas (3) and (4) can be used for any special problem.
Under a uniformly distributed load, and w = «, which is the most important practical case, each reaction is wm + ^/, the maximum shears at the supports are wm and ^/, the maxi- mum moment at the nyddle is + Mi'* "* i^')» ^^ maximum moment at each support is — iwm^, and the inflection points are distant J VP — 4m* from the middle of the beam.
What to read after A Text-Book On the Mechanics of Materials, And of Beams, Columns, And Shafts?
You can find similar books in the "Read Also" column, or choose other free books by Mansfield Merriman to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
f Art. 42. BEAMS OVERHANGING BOTH SUPPORTS.
91 Fig. 35.
Art. 42. Beams Overhanging Both Supports.
When a beam overhangs both supports the bending moments for sections beyond the supports are negative, and in general between the supports there \vill be two inflection points. If the lengths m and n be .
equal the reactions will be 5^^^^!^ ' >h--«-H equal under uniform load, each being one half of the total load. In any case, .
whatever be the nature of the load,^the reactions may be found by the ...principle of moments (Art. 16), and then the vertical shears and bending moments may be deduced for all sections, after which the formulas (3) and (4) can be used for any special problem.
Under a uniformly distributed load, and w = «, which is the most important practical case, each reaction is wm + ^/, the maximum shears at the supports are wm and ^/, the maxi- mum moment at the nyddle is + Mi'* "* i^')» ^^ maximum moment at each support is — iwm^, and the inflection points are distant J VP — 4m* from the middle of the beam.
What to read after A Text-Book On the Mechanics of Materials, And of Beams, Columns, And Shafts?
You can find similar books in the "Read Also" column, or choose other free books by Mansfield Merriman to read onlineMoreLess
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